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Plans PLM2018 -00270 NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS TO PLUMBING BASIS OF DESIGN ABBREVIATIONS PLUMBING LEGEND TO DETAILSANDNOTES OT SFORMOUN REFER TING FIRE PROTECTIONbassetti ABV ABOVE SYMBOL DESCRIPTION SYMBOL HEIGHTUESCRIPTION SYMBOL DESCRIPTION 8rchilects 1 A. THIS BUILDING DESIGN IS A RENOVATION OF TIGARD HIGH SCHOOL. THE SCHOOL AD ACCESS DOOR TRAP PRIMER "_�S-OPE► DIRECTION OF SLOPE F FIRE MAIN ORIGINALLY BUILT IN 1967 HAS BEEN ADDED TO AND MODIFIED MANY TIMES OVER THE ADA AMERICANS WITH DISABILITIES ACT DIRECTION OF FLOW AS AUTOMATIC WET SPRINKLER COURSE OF ITS LIFE. THIS REMODEL WILL REPLACE A LARGE PORTION OF THE AFF ABOVE FINISHED FLOOR BALL VALVE --PIPE UP OR UP&DN CSPCOMBINATION STAND PIPE 721 NW 9TH Ave, Suite 350 EXISTING STRUCTURE. THE CONSTRUCTION WILL CONSIST OF TWO MAJOR PHASES. AFG ABOVE FINISHED GRADE o PIPE DOWN DSP DRY STAND PIPE AP ACCESS PANEL Portland, Oregon 97209 EXISTING DRAWINGS ARE INCOMPLETE AND CARE SHALL BE TAKEN WHEN ARCH ARCHITECT BUTTERFLY VALVE o-- PIPE DROP T (206) 340 9500 F (206) 340 9519 INVESTIGATING AND REROUTING UNDERGROUND UTILITIES AS THE EXISTING ASR AUTO FIRE SPRINKLER RISER DOUBLE DETECTOR CHECK VALVE ASSEMBLY ��� CONDITIONS ARE LARGELY UNKNOWN. BAS BUILDING AUTOMATION SYSTEM VN GATE VALVE TOP CONNECTION- BRANCH LINE BFV BUTTERFLY VALVE T BOTTOM CONNECTION-BRANCH LINE DOUBLE CHECK VALVE BACKFLOW PREVENTION B. CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL CONTRACT DOCUMENTS AND BHP BRAKE HORSEPOWER BALANCING VALVE ASSEMBLY(DC) MAY 3 0 201 CIVIL ENGINEER & LANDSCAPE BTU BRITISH THERMAL UNIT CITY COORDINATING WITH ALL DISCIPLINES. - - COLD WATER ; i� O Cardno SHUT OFF VALVE IN CONCRETE YARD BOX - - - - HOT WATER OS&Y GATE VALVE OUTSIDE SCREW&YOKE GATE BV BALL VALVE �' ( �Llli! ,., �� � `�' � 6720 SW Macadam Ave Suite 200, C. CODES AND STANDARDS(LATEST EDITIONS UNLESS OTHERWISE REQUIRED BY AHJ) BWV BACKWATER VALVE - - - HOT WATER RECIRCULATION VALVE) Portland, OR 97219 1. AMERICANS WITH DISABILITIES ACT(ADA) CA COMPRESSED AIR ANGLE GATE VALVE ------------ VENT TS T,' S T(503)-419-2500 2. OREGON BUILDING CODES ENFORCED BY THE AUTHORITY HAVING JURISDICTION CD CONDENSATE DRAIN PIPING BELOW GRADE OR FLOOR OS&Y GATE VALVE WITH TAMPER SWITCH (AHJ): `�'CR STEAM CONDENSATE RETURN SOLENOID VALVE PIPING ABOVE GRADE OR FLOOR STRUCTURAL ENGINEER A) 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) BASED ON THE 2012 CFF CAP FOR FUTURE SS SANITARY SEWER,WASTE OR SOIL FDC FIRE DEPARTMENT CONNECTION Catena Engineers INTERNATIONAL BUILDING CODE WITH STATE AMENDMENTS. CHECK VALVE SD STORM DRAIN, RAINWATER DRAIN PIPING 1500 NE Irving St., Suite 412 CFH CUBIC FEET PER HOUR B) 2-014 OREGON PLUMBING SPECIALTY CODE(OPSC) BASED ON THE.20W9 aa[S CFM CUBIC FEET PER MINUTE ,,� OD OVERFLOW STORM DRAIN PIPING � AUTO FIRE SPRINKLER RISER Portland, OR 97232 UNIFORM PLUMBING CODE WITH STATE AMENDMENTS. CFS CUBIC FEET PER SECOND PRESSURE REDUCING VALVE PD -w FDV PUMPED DISCHARGE T(503)-467-4980 C) 2014 OREGON MECHANICAL SPECIALTY CODE(OMSC) BASED ON THE 2012 CI CAST IRON ,o, D DRAIN LINE FIRE DEPARTMENT VALVE MECHANICAL ELECTRICAL & INTERNATIONAL MECHANICAL CODE AND THE 2012 INTERNATIONAL FUEL MIXING VALVE IW INDIRECT WASTE GAS CODE (IMC). CCEILING GW GREASE WASTE ® FIRE DEPARTMENT VALVE CABINET PLUMBING ENGINEER CO CLEANOUT h Glumac PLUG VALVE/GAS COCK G NATURAL GAS(7"W.C.) CONC CONCRETE 900 SW Fifth Ave., Suite 1600 D. OUTDOOR DESIGN CONDITIONS(FOR INSULATION AND GAS FIRING CRITERIA): CV CHECK VALVE MG MEDIUM PRESSURE GAS(2 PSIG TO 5 PSIG) FIRE SPRINKLER FLOOR CONTROL VALVE Portland, OR 97204 1. WINTER: 22°F LG LOW PRESSURE GAS 2. ELEVATION:500 FT. CW DOMESTIC COLD WATER RELIEF VALVE CA COMPRESSED AIR SIEMESE FIRE DEPT. CONN. T(503)-227-5280 CWFU COLD WATER FIXTURE UNIT E EXISTING PIPE ( ) FOOD SERVICE CONSULTANT E. WATER SUPPLY: DN DOWN VACUUM RELIEF VALVE TW TEMPERED WATER O�-J FIRE HOSE VALVE DCVA DOUBLE CHECK VALVE ASSEMBLY Webb Foodservice Design 1. MINIMUM AVAILABLE WATER PRESSURE(STATIC): 100 PSI TWR TEMPERED WATER RETURN DDCVA DOUBLE DETECTOR CHECK VALVE 3700 SE Lafayette Ct. 2. NORTH CONNECTION ASSEMBLY PRESSURE&TEMPERATURE RELIEF VALVE FIRE ALARM BELL Portland, OR 97202 A) COLD WATER PIPE SIZE: 3 INCHES 6 PIPE SIZE(DIAMETER IN INCHES) T(503)-236-8566 3. SOUTH CONNECTION DFA DRAINAGE FIXTURE UNIT DIA DIAMETER AUTOMATIC AIR VENT (E) EXISTING WORK TO REMAIN A) COLD WATER PIPE SIZE: 3 INCHES DSN DOWNSPOUT NOZZLE (D) EXISTING WORK TO BE REMOVED PS PRESSURE SWITCH ACOUSTIC &AV CONSULTANT DWG DRAWING BACKWATER VALVE (F) FUTURE WORK FA P F. DOMESTIC HOT WATER: DWV DRAINAGE WASTE AND VENT FLOW ALARM The Greenbusch Group 1900 W. Nickerson St., Suite 201 1. SUPPLY TEMPERATURE: 120°F E EXISTING REDUCED-PRESSURE PRINCIPLE BACKFLOW (RL) RELOCATE EXISTING FS Seattle,WA 98119 2. RECIRCULATION TEMPERATURE: 90°F. ABOVE THIS TEMPERATURE,THE ELEC ELECTRICAL PREVENTION ASSEMBLY(RP) FLOW SWITCH T 206-378-0569 RECIRCULATING PUMP WILL BE OFF. FA FLOW ALARM (_E CENTER LINE AS 3. RECIRCULATION TIME: 6:OOAM-8:OOPM. OUTSIDE OF THIS, THE RECIRCULATING FC FLEXIBLE CONNECTION UNION AUTOMATIC WET SPRINKLER RISER COST CONSULTANT PUMP WILL BE OFF. FCO FLOOR CLEANOUT POINT OF CONNECTION OR Construction Focus 4. INCOMING COLD WATER TEMPERATURE: 50°F STRAINER POINT OF DISCONNECTION FDV FIRE DEPARTMENT VALVE ASD 740 Almaden St. 5. WATER HEATER SETPOINT TEMPERATURE: 140°F FDVC FIRE DEPARTMENT VALVE CABINETAUTOMATIC SPRINKLER DRAIN Eugene,OR 97402 6. DEMAND PERIOD FOR PEAK SHOWER WATER USAGE: FFE FINISHED FLOOR ELEVATION STRAINER WITH BLOW OFF HOSE BIBB SS SANITARY SEWER STACK T 541-686-2031 38 SHOWERS x 8MIN/SHOWER x 30MIN FH FIRE HYDRANT FHV FIRE HOSE VALVE PIPE ANCHOR V WSP WET STANDPIPE RISER G. KITCHEN HOT WATER: FIN FINISHED VENT STACKS - 1. SUPPLY TEMPERATURE: 140°F FO FUEL OIL PIPE ALIGNMENT GUIDE 2. RECIRCULATION TEMPERATURE: 100°F. ABOVE THIS TEMPERATURE THE FPS FEET PER SECONDCW PLU MBI NG DRAWING LIST RECIRCULATING PUMP WILL BE OFF. FT FEET EXPANSION JOINT COLD WATER RISER 3. RECIRCULATION TIME: 6:OOAM-5:OOPM. OUTSIDE OF THIS, THE RECIRCULATING c FT FLUSH TANK o PUMP WILL BE OFF. FLEXIBLE CONNECTOR FU FIXTURE UNIT cc 4. INCOMING COLD WATER TEMPERATURE: 50°F HOT WATER RISER o FV FLUSH VALVE 5. WATER HEATER SETPOINT TEMPERATURE: 160°F G GAS CAP OR PLUG o �o 6. KITCHEN DESIGN BY OTHERS ca GAL GALLONS BLIND FLANGE HWC HOT WATER RECIRC. RISER SHEET E E U H. SANITARY SEWER: GC GAS COCK GPH GALLONS PER HOUR NUMBER SHEET NAME a n 1. THE SANITARY SEWER HAS 8 CONNECTIONS TO CIVIL. SEE SHEET P4.02 FOR GPM GALLONS PER MINUTE CONCENTRIC REDUCER G SIZES AND CAPACITIES GV GATE VALVE Q GAS RISER • FOR REFERENCE ONLY AQUASTAT HD HUB DRAIN PO.00 PLUMBING LEGEND AND ABBREVIATIONS X X X I. STORM DRAIN: 1. RAINFALL INTENSITY 1.3 INCHES/HOUR HP HORSEPOWER 4 WHA SD WATER HAMMER ARRESTOR STORM DRAIN RISER P0.01 SCHEDULES X X 2. ROOF DRAINS ARE CONNECTED VIA SCUPPERS AND EXTERIOR RAIN LEADERS HW DOMESTIC HOT WATER DEMO PLANS LOCATED BY ARCHITECTURAL AND CONNECTED BY CIVIL. HWC DOMESTIC HOT WATER RECIRCULATION Q PG PRESSURE GAUGE WITH COCK PD1.10 DEMO PLAN-PLUMBING UNDERGROUND X X X HWFU HOT WATER FIXTURE UNIT IAPMO INTERNATIONAL ASSOCIATION OF OVERFLOW DRAIN RISER PD1.11 DEMO PLAN-PLUMBING LOWER LEVEL X • X J. NATURAL GAS SERVICE: PLUMBING AND MECHANICAL OFFICIALS 4 T THERMOMETER PD1.12 DEMO PLAN-PLUMBING MAIN LEVEL X • X 1. GAS PROVIDER: NORTHWEST NATURAL ICBO INTERNATIONAL CONFERENCE OF CA PD1.13 DEMO PLAN-PLUMBING UPPER LEVEL 2. EXISTING GAS METERS. BUILDING OFFICIALS �I CONVCO CLEANOUTNVALL CLEANOUT COMPRESSED AIR RISER PD1.14 DEMO PLAN-PLUMBING ROOF X X A) THE EXISTING CERAMICS, MAIN,AND AUTO SHOP METERS WILL BE CONSOLIDATED INTO ONE NEW METER IN PHASE 1 IE INVERT ELEVATION -� FCO FLOOR CLEANOUT 'COMPOSITE PLANS B) DELIVERY OF MEDIUM PRESSURE GAS: 2 PSI LAV LAVATORY LBS POUNDS(UNIT OF FORCE) PLUMBING EQUIPMENT P%10 PLUMBING UNDERGROUND FLOOR PLAN COMPOSITE X X C) MAXIMUM DEMAND: 18,300 CUBIC FEET PER HOUR MAX MAXIMUM �- YCO YARD CLEANOUT P1.'M PLUMBING FLOOR PLAN LOWER LEVEL COMPOSITE •, X MBH THOUSANDS BTU/HRP1.12: PLUMBING FLOOR PLAN MAIN LEVEL COMPOSITE j X XXX K. FIRE PROTECTION MECH MECHANICAL TT TEST TEE MISCELLANEOUS EQUIPMENT P1.13 • PLUMBING FLOOR PLAN UPPER LEVEL SOUTH COMPOSITE X 1. THE FIRST PROTECTION SYSTEM IS DESIGN BUILD. MFR MANUFACTURER 2. THE SITE CURRENTLY HAS 2 FIRE WATER CONNECTIONS TO THE CITY; (1)4" MIN MINIMUM ---01 WH WALL HYDRANT P1.14 ALUMBING FLOOR PLAN UPPER LEVEL NORTH COMPOSITE X CONNECTION ON THE EAST SIDE,AND(1)4"CONNECTION ON THE WEST SIDE. MH MANHOLE ® KEYED NOTE P1.15 PCWMBING ROOF PLAN COMPOSITE • X 3. THE BUILDING IS SEPARATED INTO 6 ZONES.ZONES 1 AND 2 WIL BE HB HOSE BIBB NORTH SECTOR PLANS • NC NORMALLY CLOSED • REVISED WITHINTHE SCOPE OF THE PROJECT. NFPA NATIONAL FIRE PROTECTION YH P2 DETAIL N0. P2.11 PLUMBWG UNDERGROUND-AREA N1 X X 4. THE EXISTING WEST CONNECTION WILL BE REVISED TO FEED THE NEW ASSOCIATION YARD HYDRANT SHEET N0. P2.12 PLUMBIk UNDERGROUND-AREA N2 X X CONSTRUCTION AT THE NORTH AND AT THE SOUTH. NO NORMALLY OPEN OR NUMBER NIC NOT IN CONTRACT THRUST BLOCK # POUNDS OR NUMBER P2.13 PLUMBING'�IIAIN LEVEL-AREA N1 • X L. SEISMIC: OFCI OWNER FURNISHED CONTRACTOR P2.14 PLUMBING MAIN LEVEL-AREA N2 •Dx 1. ANCHORAGE AND RESTRAINTS MUST BE COORDINATED WITH STRUCTURAL INSTALLED � FD FLOOR DRAIN P2.15 PLUMBING UPPER LEVEL-AREA N1 X ENGINEER AND AUTHORITY HAVING JURISDICTION. ® ® ® ® P2.16 PLUMBING UPPER LEVEL-AREA N2 X POC POINT OF CONNECTION OW I FS FLOOR SINK W/GRATE AS SHOWN P2.17 PLUMBING ROOF Pt,AN-AREA N1 ;• X POD POINT OF DISCONNECTIONOp HUB DRAIN P2.18 PLUMBING ROOF PLAIN-AREA N2 ; X PRV PRESSURE REDUCING VALVE SOUTH SECTOR PLANS PS PRESSURE SWITCH ® PSI POUNDS PER SQUARE INCH ROOF RECEPTOR P2.21 PLUMBING UNDERGROUM-AREA S1; X X - - RAC ROUGH IN AND CONNECT P2.22 PLUMBING UNDERGROUND AREA y X X RP REDUCED-PRESSURE PRINCIPLE ° STORM DRAIN P2.23 PLUMBING LOWER LEVEL-AREA y4 • X DATE BACKFLOW PREVENTION ASSEMBLY o OVERFLOW DRAIN P2.24 PLUMBING LOWER LEVEL-AR S2 • X RPM REVOLUTIONS PER MINUTE P2.25 PLUMBING MAIN LEVEL AREA,41 41JPPER LEVEL AREA S1 • X SD STORM DRAIN DECK DRAIN, PLANTER DRAIN P2.26 PLUMBING UPPER LEVEL - EA S2'. X SF SQUARE FEET PHASING SHWR SOLAR HOT WATER RETURN P2.27 PLUMBING ROOF PLAN-OREA S1 X SHWS SOLAR HOT WATER SUPPLY DOWN SPebT NOZZLE P2.28 PLUMBING ROOF PLANAREA S2 X SOV SHUT-OFF VALVE EAST SECTOR PLANS ' THE PROJECT PHASING AND ITS IMPACTS TO THE CONSTRUCTION OF THE MECHANICAL, SPR SPRINKLER P2.31 PLUMBING UNDER"RG -AREA Ell X XSS SANITARY SEWERP2.32 PLUMBING MAIN��VEL-AREA E1 • X OFFICE COPY ELECTRICAL, PLUMBING, LIGHTING AND LOW VOLTAGE SYSTEMS SHALL BE WHOLLY TP TRAP PRIMER OWNED BY THE CM/GC(CONSTRUCTION MANAGER/GENERAL CONTRACTOR)AND THEIR TS TAMPER SWITCH P2.33 PLUMBING RO �PLAN-AREA E1 ; X SUB-CONTRACTORS. TEMPORARY FIRE,WATER, SANITARY, STORM, POWER, LIGHTING TT TEST TEE ' • AND CONDITIONING SHALL BE COORDINATED IN CONJUNCTION WITH FINAL DIRECTION • TYP TYPICAL P4.01 WATER/FIPt RISER DIAGRAMS FROM THE OWNER, BASED ON THE OWNER'S NEEDS(SAFETY, FUNCTIONALITY, ETC) U URINAL P4.02 WASTE PER DIAGRAMS ; X DURING THE ACTIVE CONSTRUCTION SCHEDULE. A SEPARATE"PHASING PLAN"SHALL VB VACUUM BREAKER BE CREATED BY THE CM/GC AND INCLUDED AS A PROJECT DOCUMENT. ANY P4.03 GAS IbER DIAGRAM • X REFERENCES TO PHASING OR TEMPORARY SYSTEMS ON THESE DOCUMENTS ARE FOR V VENT REFERENCE ONLY AND ARE INTENDED TO AID IN GENERAL COORDINATION BETWEEN VTR VENT THROUGH ROOF P6.01 QtARGED PLAN-KITCHEN ; X TIGARD TUALATIN SCHOOL DISTRICT THE DESIGN TEAM AND THE CONTRACTING TEAM. NO SUCH REFERENCES TO PHASING W WASTE OR TEMPORARY PROVISIONS ON THESE DOCUMENTS THAT ARE IN CONFLICT WITH THE WC WATER CLOSET P6.02 ENLARGED PLANS X TIGARD H DETAILS OF THE"PHASING PLAN"DOCUMENT SHALL BE USED AS LEVERAGE FOR WHA WATER HAMMER ARRESTOR P6.03 • ENLARGED PLANS X CHANGER ORDERS DURING CONSTRUCTION." WCO WALL CLEANOUT X W/ WITH P6.0:• ENLARGED PLANS SCHOOL YB YARD BOX P910 PLUMBING DETAILS X •�( 09.02 PLUMBING DETAILS MODERNIZATION 9000 SW DURHAM RD. TIGARD, OR.97224 JOB NO: 16992.00 ISSUE DATE: 03/28/2018 Jurisdiction Stamp Area EXPIRES: 06/30/18 D PROFfff� GINee. � 157 CITY OF TIGARD -� J . Approved Q 0 EG ON S' Conditionally Approved.............. [ ] 0,` 1 9' '\ Gjv See Letter to: Follow.................. [ ] \� � �FY M. Attached...... [ �/ Permit Number: X019 W Address* S`DateDW-kda `� o- PLUMBING LEGEND z AND O 0 � ABBREVIATIONS 00 N W P0 . 00 00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SHEET NOTES assetti A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY architects I CONTRACTOR IN THE FIELD. REPRESENATION ON 0 0 PROJECT SCOPE BOUNDARY DRAWINGS IS BASED ON THE BEST INFORMATION CIO Lu w I AVAILABLE AT THE TIME OF THEIR CREATION. B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave, Suite 350 COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon 97209 III I DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 C. UNLESS OTHERWISE NOTICED,ALL DEMOLISHED IL _ J PIPING THAT IS ACCESSIBLE SHALL BE REMOVED ( o - II- - - o I o o FROM SITE,AND NOT ABANDONDED IN PLACE. CIVIL ENGINEER & LANDSCAPE -- -- ----- --- - o o 0 Cardno �_ 6720 SW Macadam Ave Suite 200, LI p II II ��Y _ I _ _ I Portland, OR 97219 IIFHFI I II - - � � I j) y I� I klI ' w kl STRUCTURAL ENGINEER II JIII u- I :.I KEYED NOTES Catena Engineers II � 1500 NE Irving St., Suite 412 II II IIII / I 1 DEMOLITION DOWN STREAM OF THIS POINT TO Portland, OR 97232 IIII 4 I/ C�--' I II = = HAPPEN DURING PHASE 2. CONTRACTOR TO VERIFY T(503)-467-4980 II DEPTH OF EXISTING PIPE PRIOR TO INSTALLING NEW ( ) JL �� I �o / I I II II ' CONNECTIONS. MECHANICAL ELECTRICAL & I (ff I 9 N I I I �- L- EXISTING 3"CW 2 DEMOLITION UPSTREAM(WEST)OF THIS MAY OCCUR PLUMBING ENGINEER =70 �- Glumac 1-77 w -, CONNECTION TO REMAIN J -°- r� DURING PHASE 1. — 900 SW Fifth Ave., Suite 1600 J ILl -� I°J ° �° u I 3 DEMOLITION UPSTREAM(WEST)OF THIS MAY OCCUR _ II __. — Portland,(503)-227-5280 0 ir � I (E) SDI _ - _ - -_�; -(E)SD- ] I Il �- � ( DURING PHASE 1. RECONNECT MAIN GYM DRINKING T II u Il a, FOUNTAIN TO EXISTING SANITARY DURING PHASE 1, _ J�- f�I ll l l II II II II II III h AND THEN TIE INTO NEW SANITARY DURING PHASE 2 FOOD SERVICE CONSULTANT - ----- -� L 4 CONTRACTOR TO PROVIDE TEMPORARY STORM Webb Foodservice Design II =III (I - - - -- -- --- --- - - -- - --= -- - -.- ---- --- _-- ---- --- ----- ---- ----- -- DRAINAGE NORTH OF PHASE SPLIT. 3700 SE Lafayette Ct. _ _ _ I� = J I II 5 I v 5 CONTRACTOR TO VERIFY IF SINK USE IS REQUIRED Portland, OR 97202 T(503)-236-8566 DURING CONSTRUCTION. IF IT IS, CONTRACTOR TO k- = = � I L II II I .' �I PROVIDE TEMPORARY SANITARY NORTH OF PHASE I II I) II I I DEMO CW, HW,AND HWR IN TUNNEL. ACOUSTIC &AV CONSULTANT b I�'I �J = _ k_ `� II �, _j II I RECONNECT TO DISTRIBUTION IN CEILING SPLIT. I) II I) II II II II I - 6 SERVICES TO AUTO SHOP AND CTE CW&F The Greenbusch Group - -_ _ _ J�- - I II I� �I I �� - - - - - FOR EXISTING AREAS TO REMAIN. ( ) 1900 W. Nickerson St., Suite 201 -L __ _. �� L_��I_=�L _ JI JL =__=Jls _ �C = CC = C a } CURRENTLY LOCATED IN THE TUNNEL SHALL - -- ---- - --- --- -- ;- ._ ,— — — — — LSI Seattle,WA 98119 r ► - - TEMPORARILY ROUTE BELOW PHASE 1 T 206-378-0569 — _ - - - --- a 4_' �I II <I ' -__ _ - ____ _ _ _ - — _ —___ — _ — _ _ _____ _ _ -- CONSTRUCTION. IN PHASE 2, AUTOSHOP AND CTE kr_� ( li II = -1L - = � _ �_ - ___- - _ _ � d �= -_ - - - - � - - - - - - - - - - - - - - = = — - - - - - - - - - - - - - - - - - - - - -- - - - --- - SHALLBECONNECTEDTONEWSERVICES. �L �� �I d I� 3 �r �r �� -11� 1� �- -- I ,�r- - _ - - _�eoc ' — - -_ _ :i- -- - - -_ -. --- - - COST CONSULTANT - - _ -1 - - Z _ - - II Y ; • Construction Focus r�_ �� I I -1 ki - I II II - z 11- - i SII I II II I I I - 740 Almaden St. II I - II II �I f��- _ �(F S �I I �_ _ III ! II - J I II II III �} I = Eugene, OR 97402 k1 c II I( �I IIIA S -11 I I' II IIII �� -'� I II I) II co I ALL UTILTIES IN TUNNEL i _ T 541-686-2031 Li- IIS IIII \ =J II I I � = = 1v TO BE DEMOLISHED. _ II I LL II � - -- °,I II = - - - - -- - - -- - - ---- - -- -- - - _ — _ _ - --- - - - _ _ :-��- -- - - - � r —� IIII � I- - ,� — — --(E)SS--4 — — - - ( Fr � Il --- -L =(E)SD —�-- -� _ - • I - w II �� M IIIiI I 0 ��, �;, k1 N IIII I I w II II II _� I • IIII i� = = v __ I =-- i— _ — C IIII I ii II A — o - - - -�I� __� . � �I - - - -(E)Ss � _. - - _ . I 111 I I I I �- I • I llJ IJ111JJ 11 I� 11 I I DEMO CW, HW,AND HWR IN TUNNEL. kl I� I III II I I I II \ �- II II - • RECONNECT TO DISTRIBUTION IN CEILING - I FOR EXISTING AREAS TO REMAIN. I li ° —_-�(E)SS (E) 4"SS kl 1 VIII I J _ - ! AA -- �f 11 i Ir - I I! I fI 1 I II E 4"SS -(E)SD=- 111-71 • 1 (_� �101'� °� __ Il Ir 7 1 ° II I I III II II II I II ....� 00 ° ° nr—� Il I _ _� II II II II II DEMO CW, HW,AND HWR IN TUNNEL. �F �) u n - ____ _ _ _ _ _ _ _ =I = _ = RECONNECT TO DISTRIBUTION IN CEILING II II � � I FOR EXISTING AREAS TO REMAIN. ° ° - - - __ _- _ _ _ _ _ - - __ - - -(E) SS— - - - - - - - - - - - -- L - - - --�- - - -_(E)SS - - - - I; - -- --- - - - - - - - - - - - - - - - - - - - - — -(E) So- - - - - ° ° i A DATE ° ° fi I I Ilo ° ° ° ° o ° On ° ° ° ° N II jL - - - - - - - Il IIk1 I� r �► L�._.�lkl N S1 � E2 II Ik II �' j -- �L_ SIL J � „� II II II IIIF II �I II kl I 1711TIGARD TUALATIN SCHOOL DISTRICT I ,I ,, kl I TIGARD HIGH SCHOOL U_- -- MODERNIZATION II I I J II � - - - - - - - - - - - - - - - - - - � r 9000 SW DURHAM RD. I -- ( TIGARD, OR. 97224 ( = JOB NO: 16992.00 ISSUE DATE: 03/28/2018 II II Jurisdiction Stamp Area II II EXPIRES: 06/30/18 u II D PROF �+ I NEF `JO _ 15713 c� y OVEGON o 0 19, LEGEND �FyM.�`� PHASE LINE DEMO PLAN — DEMOLISHED Z PLUMBING co UNDERGROUND — FLOOR PLAN — PLUMBING DEMO N 2 _ - � UNDERGROUND C) SCALE. 1 20'-0" 6 PROJECT NORTH TRUE C) NORTH �=A-91 1 0 N O N co 1" = 20'-0" Lij PD1 . 100 0 20'-0" 40'-0" 60'-0" 80'-0" SHEET NOTES bassetti A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY architects CONTRACTOR IN THE FIELD. REPRESENATION ON DRAWINGS IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF THEIR CREATION. _ B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave, Suite 350 COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon 97209 DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 C. UNLESS OTHERWISE NOTICED,ALL DEMOLISHED PIPING THAT IS ACCESSIBLE SHALL BE REMOVED FROM SITE,AND NOT ABANDONDED IN PLACE, CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 KEYED NOTES ® STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 1 FIRE SPRINKLER ASSEMBLY SERVING AUTOSHOP Portland, OR 97232 BUILDING LOCATED IN JANITOR CLOSET. CONTRACTOR T(503)-467-4980 TO RELOCATE INTO AUTOSHOP. SERVICES TO AUTO SHOP AND CTE(CW&F)CURRENTLY LOCATED IN THE MECHANICAL ELECTRICAL & TUNNEL SHALL TEMPORARILY ROUTE BELOW PHASE 1 PLUMBING ENGINEER CONSTRUCTION. IN PHASE 2, AUTOSHOP AND CTE Glumac SHALL BE CONNECTED TO NEW SERVICES. 900 SW Fifth Ave., Suite 1600 2 DEMOLISH AUTOSHOP WATER HEATER AND TIE INTO Portland, OR 97204 NEW CENTRAL HOT WATER PLANT. T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 — — — — — — — — — — — — — — — — — — — — — -= rrfi I I i w iL.. 11 I I !I l{ I I II Il 1 rr I PROJECT SCOPE BOUNDARY DEMOLISH ALL PLUMBING I{ SCOPE IN THIS AREA {I Il I II II II El Il I II 11 fl Il I r7L II � 11 � II II II l � Tr - IF_ =� ADATE = _ i1 I I I 1 II jl II 1HI Il CI �I i1 1� N II I �I II !11 N N1 Mi 11 I� HI DEMO GAS METER. KILNS 11 F—____ -__ —— 1 II TO BE RE-USED IN NEW �I I� - -- – — -- -- — — E1 I1 CONSTRUCTION. ( __ � i == S 1 E 1 E2 OD ° 2 I j LLQ �L J 2 - II II h Il II II II I TIGARD TUALATIN SCHOOL DISTRICT {, Il TIGARD HIGH II DEMOLISH ALL PLUMBING C1 SCOPE IN CERMICS AREA---,,,\ SCHOOL 11 MODERNIZATION ° II J - - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - ` 9000 SW DURHAM RD. r ( TIGARD, OR. 97224 II I I JOB NO: 16992.00 FOR AUTOSHOP AND CTE AREA: I r I Ir=________�71 1wISSUE DATE. 03/28/2018 DEMO ALL DOMESTIC HOT AND COLD I ° DS I � I II II Jurisdiction AreaWATER,AND ASSOCIATED APPURTINANCE . SANITARY,VENT STORM OVERFLOW,ANEXPIRES: 06/30/18 FIRE TO REMAIN. ( I II II PRF DEMO EXISTING GAS II II � i NF F'f'fp METER(AFTER INSTALLING ��' e - - - -I. - - - - - / NEW GAS METER II II 13 t,�., f II II ' 7� i�� (� G) OVEGON 19, NCj LEGEND PHASE LINE Uj 0- DEM 0 PLAN - DEMOLISHED z PLUMBING LOWER 0 N LOWER LEVEL - FLOOR PLAN - PLUMBING DEMO LEVEL C) SCALE: 1"=20'-0" PROJECT NORTH TRUE J 00 NORTH 0 CINI = 20� W PD1 . 1 1 0 0 20'-0" 40'-0" 60'-0" 80'-0" SHEET NOTES bassetti A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY architects CONTRACTOR IN THE FIELD. REPRESENATION ON PROJECT SCOPE BOUNDARY DRAWINGS IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF THEIR CREATION. B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave, Suite 350 - - - -., COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon 97209 DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 f( II II II � C. UNLESS OTHERWISE NOTICED,ALL DEMOLISHED I� - PIPING THAT IS ACCESSIBLE SHALL BE REMOVED ( I w< If FROM SITE,AND NOT ABANDONDED IN PLACE. € # * � � rM * _ CIVIL ENGINEER & LANDSCAPE 7 II Ir II s o Cardno 6720 SW Macadam Ave Suite 200, I f a sdE � Portland, OR 97219 ,u.� �r a 4'�._ rTarraJ'c air. X+ s�� (503)-419-2500 4 y�. a. .:�,.� 'f A „rr t�.,.r."s.5 '` �,a"�ik'�`'' tr...'�;ag,.fir-� G - $ �r'xt.�.; Y�a �a �3'. .,3,' ,. li i i.:r. �• --ter' _� � _� it C 11 II i ��� ,.. . ;z . s '2 at, _�........ RU L ENGINEER KEYED NOTES 05s 1 Catena Engineers ON IN 1500 NE Irving St., Suite 412 DRAIN.1 DEMO STORM REFER TO UNDERGROUND DEMP Portland, OR 97232 II IIII ua ,# r Y . sa z, ,F N.I.C. z� R b I r I �- T(503)467-4980 I) PLAN FOR PHASING NOTES 2 DEMO CW HW,AND HWR FROM THIS LOCATION BACK " r r �f ,YY I {7. ,t' r _ )1 k-cE vt a s. -.{ �r °rt r ^' f p I II II rU rKf �F � x Ur2 nom# g MECHANICAL ELECTRICAL & TO TUNNEL. E 11= II �t5 v> t z n 4 A fi P Glumac PLUMBING ENGINEER ? _ O - � 900 SW Fifth Ave.,Av e ., S ut te 1600 Portland, OR 972040 o p T(503)-227-5280 o FOOD SERV ICE CONSUL T ANT 77 Webb Foodservice Design 3700 SE Lafayette Ct. —ll— Portland, OR 97202 I� � T(503)-236-8566 II II II II II II 1 ACOUSTIC &AV CONSULTANT I I I I �?�_ _ II I The Greenbusch Group �� �- - - I L Jho I__ _jL — = �L=—_— JL II I) — 1900 W. Nickerson St., Suite 201 II II —_ - - I �_=6s 11" CM11111111111111111 � � � �-� � � � � � � � �� �- � � � � � � � � 2 RECONNECT TO NEW Seattle,WA 98119 DISTRIBUTION IN CEILING FOR T 206-378-0569 BELOW FLOOR. II � = JI �� ( I - EXISTING AREAS TO REMAIN. IL I� fit_ = = � �- �_-��-___- - t- = = - ___-� p - - - - - - COST CONSULTANT ICL _L�_ _jI I� ��� �I- -11 I� j� V g �� '�I I T 11 II = _ J I �L = r � �I I \� Construction Focus - �Il I II DEMO CW, HW,AND HWR - - I 740 Almaden St. 11 II F0 = U L� JIII ( ( =J I II TO THIS LOCATION. Eugene, OR 97402 O I� ( IIIA 71 u II III �� I II II i — J I T 541-686-2031 LL== -=,=,.� yT;;,—��-z - —IL L - - _=_=_o MT -Ir II IIII I II I -, __ - - — — — — — — � II -� I IL - - J� -- - - - - - - � I J► I EXISTING WATER HEATERS IN BOILER ==jj ROOM. 100-GALLON BRADFORD WHITE II h I ( II II II WATER HEATER TO BE RE-USED IN NEW I t CONSTRUCTION. I C II II IF- CJ I I UNLESS OTHERWISE NOTED,II i[_ _- _j N.I.C. I I DEMOLISH ALL PLUMBING SCOPE IN t_ (AREAS THAT ARE BEING I) IF 1 I DEMOLISHED. II (E) 2 1/2" CW ° ° -- a , -'L (E) 2" HW ( L7o II z II - �I- - --II (E) 1" HWC DEMO EXISTING GAS METER II it II �I �I (AFTER INSTALLING NEW METER) II _ �I Ir N I I I L CONNECT NORTH AND SOUTH 2 11 II I \\ H DISTRIBUTION. ' �' \�- - - - - - - - - - - _IL �> - -- 77 - 7r 77 77 - - i 7777-- - - - •r - - 4 � � a.,, ... . ._.: .n �i1 \ RECONNECT TO NEW o o (7777 0 2 DISTRIBUTION IN CEILING FOR EXISTING AREAS TO REMAIN IL ' I7777 —���� I II II II II ��_ I I II II II II � J' I II II II II R '� I I I II II II II N, , All j:l -- # DATE i t � S N kI t � t Q 1 E2 TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL MODERNIZATION 9000 SW DURHAM RD, TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: 03/28/2018 II (I Jurisdiction Stamp Area II II EXPIRES: 06/30/18 PROfFff II II N.I.C. it II 15713 y O6 EGON� o O� 1 91 ,\ �V LEGEND EYM.�`� w - PHASE LINE DEMO PLAN - DEMOLISHED z PLUMBING MAIN N MAIN FLOOR - FLOOR PLAN - PLUMBING DEMO N LEVEL C) SCALE: 1"=20'-0" ~ PROJECT NORTH TRUE � N_ 0 0 NORTH o c N w PD1 . 12 M 1" = 20'-0" 0 ?W—M 0 20'-0" 40'-0" 60'-0" 80'-0" SHEET NOTES ettil hitects A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY 8/"C CONTRACTOR IN THE FIELD. REPRESENATION ON PROJECT SCOPE BOUNDARY DRAWINGS IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF THEIR CREATION. B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave, Suite 350 I - COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon 97209 DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 7` C. UNLESS OTHERWISE NOTICED,ALL DEMOLISHED � I PIPING THAT IS ACCESSIBLE SHALL BE REMOVED i � I FROM SITE,AND NOT ABANDONDED IN PLACE. ( I CIVIL ENGINEER & LANDSCAPE i I C ( I I I 6720 SW Macadam Portland, OR 9 219 Ave Suite 200, i -- T(503)-419-2500 ® STRUCTURAL ENGINEER KEYED NOTES Catena Engineers Pr 1500 NE Irving St., Suite 412 1 EXISTING STORM DRAIN TO REMAIN. Portland, OR 97232 ( I N.I.C. 1 ! �� I II T(503)-467-4980 1 ! II I II MECHANICAL ELECTRICAL & I � I II II PLUMBING ENGINEER Glumac 1 RAC 900 SW Fifth Ave., Suite 1600 -- --— — — — — ---- — - U Portland, OR 97204 I I T(503)-227-5280 I I I I I i 1 II I I it I FOOD SERVICE CONSULTANT Webb Foodservice Design - R _ 3700 SELafayetteCt. u _ — ( `. ROUTE AND CONNECT NEW GAS 15 - TU Portland, OR 7202 ( _ / PIPING PRIOR TO DEMOLISHING ! 17 ( / — — — — � � T(503)-236-8566 EXISTING / ! I ACOUSTIC &AV CONSULTANT The Greenbusch Group LJ / I r „ :_ n 9 Suite 201 / 1900 W Nickerson St. S 05691 0 / �-, I �^� ri I Construction Focus CONSULTANTOST U U I I 740 Almaden St. Eugene, OR 97402 / I I T 541-686-2031 �� - - -- — - — — — — — — — — — - - - - - - - -� I / � I DEMOLISH ALL GAS PIPING ASSOCIATED I / / WITH RENOVATION AREAS. RECONNECT I .. �:_. �_ - ..�:. NEW SERVICE TO REMAINING AHUS. / UNLESS OTHERWISE NOTED, 1C 1 / DEMOLISH ALL PLUMBING SCOPE IN ( U / AREAS THAT ARE BEING DEMOLISHED. w I _ — -(E)GL- 1 I I �� I t-1 I I TU R5 ROUTE AND CONNECT NEW GAS PIPING PRIOR TO DEMOLISHING EXISTING I I RTU RTU RTU II X X X X I ' RTU n _ � - - - —(E)G- - - - - � - - - I- - - - - Li C � I DEMOLISH ALL GAS PIPING ASSOCIATED (E)G — — — WITH RENOVATION AREAS. RECONNECT NEW SERVICE TO REMAINING AHUS. / I ( I I I I I A DATE ,� II li Ilil II IIII I , I N II ILII '� — X11 i I II I E2 I u � U I I .,r CONNECT NEW GAS PIPING PRIOR TIGARD TUALATIN SCHOOL DISTRICT TO DEMOLISHING EXISTING RTU TIGARD H RTU RTU I — � I 3 2 1 F-° SCHOOL i , I 1 I MODERNIZATION II _ - - - - - - - - - - - - - - - - _ - DEMOLISH ALL GAS PIPING ASSOCIATED / / 9000 SW DURHAM RD. WITH RENOVATION AREAS, RECONNECT I I TIGARD, OR. 97224 NEW SERVICE TO REMAINING AHUS. I I JOB NO: 16992.00 L — I ISSUE DATE. 03/28/2018 Jurisdiction Stamp Area EXPIRES: 06/30/18 PNOFFsfi N.I.C. �; �,�' E4t O / 15713 J � — — — — — — — — — — — — — — — — — — - 0, y OVEGON o � 19, Gj � �FY M LEGEND ry PHASE LINE a DEM PLAN - 0 DEMOLISHED z PLUMBING ROOF C ROOF - FLOOR PLAN - PLUMBING DEMO C14 SCALE: 1"=20'-0° J CO PROJECT NORTH N TRUE ' V 00 0 C) NORTH N NWC) M 1" = 20'-0" PD1 . 14 0 0 20'-0" 40'-0" 60'-0" 80'-0"